HomeMy WebLinkAbout282910_1_Corrections.docxRESIDENTIAL PLAN CHECK
COMMENTS
Planning & Building Agency
Building Safety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714) 647-5800
www.santa-ana.org
PLAN CHECK NO:
101109046
PROJECT ADDRESS:
1115 W Park Ln Unit# 2
PLAN CHECK ENGINEER:
Lo, JonathanTEL:714
647-5822
EMAIL:
Jlo@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
1/6/2022
INITIAL REVIEW
1/12/2022
EXPIRATION
7/5/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Arturo Garcia
3.
TEL:
(949)500-6272
FAX:
(714)241-0534
VALUATION: $25,000.00
EMAIL:
newportdraft@sbcglobal.net
FLOOD ZONE: X-0602320144J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2019 California Residential Code (CRC); 2019 California Building Code (CBC); CMC = 2019 California Mechanical Code; CPC = 2019 California Plumbing Code; CEC = 2019 California Electrical Code; T = Table; ICC = International Code Council.All items noted on this plan check report must be addressed. If you feel that an item is not applicable to your project, note “N/A” and discuss the reason with the plan checker.Please indicate the sheet number and detail to the right of each correction, or note the number on the plans where the correction is made. Resubmit marked original, calculations and this correction sheet. A separate sheet for response may be used.Resubmit corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5822 for an appointment.Comments have been provided on drawing and calculation hard copies correlating to all comments below. These may be picked up at Building and Planning department at applicants’ discretion.
Documentation:
Comment #
Comment
1
Provided SFR form has checked ‘Yes’ on every item. It is recommended to review and apply ‘Yes’ where actually applicable, any items noted ‘Yes’ will require submittal to be reviewed and approved by the Fire Department. (e.g. Item 2. ADU, verify if existing house has fire sprinklers or if fire sprinklers are going to be added, if so please check ‘Yes’, otherwise ‘No’). Please resubmit revised SFR form or confirm if original to be used.
Drawings:
Comment #
Sheet
Comment
1
Remove repeated sheets from set and ensure all sheets provided are applicable to scope.
2
Sheet T-1 not provided in set, please provide.
3
Please provide all CF1R-PRF-01-E Certificate of Compliance forms on drawing set.
4
Please provide all RMS-1 Residential Measures Summary on drawing set.
5
Please provide all MF-1R Mandatory Measures Summary on drawing set.
6
Please provide HVAC System Heating and Cooling Loads Summary on drawing set.
7
A-1
Provide a project description with a complete and detailed scope of work on the cover sheet of the plans for each individual Building Permit Application.
8
Identify if existing fire sprinkler system is present on building.
9
Product Data - Provide existing and new occupancy for garage.
10
General Note #6 – Coordinate concrete strength and type with structural. Architectural and structural drawings do not match.
11
General Note #10 – All code references shall comply with latest code years.
12
Update sheet Index
13Add existing storage demo to project description
14
Show any existing patio demo or addition on cover sheet plans
15
A-2
Note on plan: Mechanical, electrical, and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.
16
Clearly indicate on floor plan the location of existing walls, new walls, and walls to be removed. Please provide Wall Legend.
17
Walls separating dwelling units (main house and new ADU) shall be minimum 1-hour fire partition. Fire rated floor-ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. Provide details on the plans. (R302.3 CRC)
18
Walls separating dwelling units shall provide airborne sound insulation for walls with an STC rating of at least 50 per. Provide details on plans and provide verification of a tested assembly to achieve the required STC rating of 50.
19
Provide existing Storage Laundry remodel scope.
20
Provide new smoke detector and carbon monoxide alarm in new dwelling unit per 2019 CRC Chapter 3.
21
Provide and locate exhaust fan in bathroom in new dwelling unit.
22
Provide bathroom fixture dimensions and ensure all requirements are met per 2019 California Plumbing Code.
23
A-3
Verify and specify if new shingles are required for patio revision. Or confirm existing shingles will remain with new patio framing.
24
P-1
Low beam does not match structural, coordinate with structural.
25
Provide framing detail around new skylight.
26
Provide manufacturer and ICC report for new skylight.
27
SN-1
Coordinate concrete strength with Architectural, sheet A-1 shows 4500 psi concrete.
28
S-1
New slab on grade to be doweled into existing foundation and slab on grade on all sides. Please provide a detail.
29
Provide detail at existing wall foundation.
30
S-2
Beam B1 does not match calculations. Please revise on plan or provide calculation.
31
Detail 4/SD4 looks to be 4/SD2. Please revise on plan.
32
Verify (E) LFRS Wall along Grid A adequate for added ceiling joist weight mass.
33
Provide elevation dimension of new small canopy at California framing.
34
SD1
Detail 1 - 16” dimension does not dimension anything on detail, please specify if lap dimension.
35
Detail 3 – Clarify shear transfer piece at top of shearwall to roof rafter.
36
SD2
Detail 1 – Provide new ceiling joist to perimeter shear wall connection.
37
Detail 20 – Provide reference to drag detail on plan.
Calculations:
Comment #
Page
Comment
1
3-6
Recommended load duration factor for normal loading is 1.0 per 2018 NDS. Justify 1.25 duration factor or revise calculations.
2
4
Beam B1 does not match drawings. Please update sheet S-2 to match calculations or revise calculation accordingly.
3
8
Response modification factor R used for cantilevered timer members = 1.5. Justify use of R=6.5 in calculations or revise calculations. Also, provide clarification of patio lateral system and moment distribution at base or through frame. If moment is applied at base, provide calculation for connection and foundation with moment demand.